JPH0423926B2 - - Google Patents

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Publication number
JPH0423926B2
JPH0423926B2 JP27244285A JP27244285A JPH0423926B2 JP H0423926 B2 JPH0423926 B2 JP H0423926B2 JP 27244285 A JP27244285 A JP 27244285A JP 27244285 A JP27244285 A JP 27244285A JP H0423926 B2 JPH0423926 B2 JP H0423926B2
Authority
JP
Japan
Prior art keywords
water
sandbag
sandbags
bag
granules
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP27244285A
Other languages
Japanese (ja)
Other versions
JPS62133204A (en
Inventor
Seiji Wakamatsu
Kenji Kidera
Yoshihiro Kondo
Kimihisa Takano
Kunio Sakagami
Kenji Tanaka
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
JFE Engineering Corp
Sanyo Chemical Industries Ltd
Original Assignee
Sanyo Chemical Industries Ltd
Nippon Kokan Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sanyo Chemical Industries Ltd, Nippon Kokan Ltd filed Critical Sanyo Chemical Industries Ltd
Priority to JP27244285A priority Critical patent/JPS62133204A/en
Publication of JPS62133204A publication Critical patent/JPS62133204A/en
Publication of JPH0423926B2 publication Critical patent/JPH0423926B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、水不溶性吸水性樹脂と繊維質物と
を混合、加圧成形した粒体を充填した土のうおよ
びその使用方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to sandbags filled with granules obtained by mixing and press-molding a water-insoluble water-absorbing resin and a fibrous material, and a method for using the same.

〔従来の技術〕[Conventional technology]

一般に、洪水による河川堤防の欠壊や越流ある
いは、流入土砂の侵入、雨水による盛土等斜面の
崩壊等の災害を応急処置的に防止するために土の
うが使用されており、従来は、所定の強度及び大
きさの袋に、土砂(主に砂)を人力により充填
し、その投入口を固く結びつけるなどして閉じた
ものが用いられている。
Generally, sandbags are used as an emergency measure to prevent disasters such as the failure or overflow of river embankments due to floods, the intrusion of inflowing sediment, and the collapse of embankments and slopes due to rainwater. A bag of sufficient strength and size is manually filled with earth and sand (mainly sand), and the bag is closed by tightly tying the inlet.

従来の土のうは上記のように構成され、平常時
には袋のみを用意しておき、上記したような災害
の発生が予想され、又は発生した場合に、災害地
に袋を急送し、災害地の荒天候で劣悪な条件下で
袋に土砂を充填し、投入口を閉じて土のうをつく
つた後積み上げている。
Conventional sandbags are constructed as described above, and during normal times, only the bags are prepared, and when a disaster such as the one described above is expected to occur or occurs, the bags are dispatched to the disaster area and are used to prevent damage to the disaster area. Under poor weather conditions, bags are filled with sand, the input port is closed, and the sandbags are piled up.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

上記のような従来の土のうでは、災害地の劣悪
な条件下で人力により袋に土砂を充填して投入口
を閉じ、土のうに形成しているため、多数の人力
の確保、多量の土砂の調達の点で災害地で短時間
に多量の土のうをつくることが困難であるという
問題があつた。
With the conventional sandbags mentioned above, the bag is manually filled with soil and the input port is closed under the poor conditions of the disaster area, and the bag is formed into a sandbag. There was a problem in that it was difficult to make a large amount of sandbags in a short period of time in a disaster area.

〔問題点を解決するための手段〕[Means for solving problems]

第1の発明にかかる土のうは、通水性の材質の
袋に水不溶性吸水性樹脂と繊維質物とを混合、加
圧成形した粒体を充填したものである。
The sandbag according to the first invention is a bag made of a water-permeable material and filled with granules obtained by mixing a water-insoluble water-absorbing resin and a fibrous material and press-molding the mixture.

第2の発明にかかる土のうの使用方法は、通水
性の材質の袋に水不溶性吸水性樹脂と繊維質物を
混合、加圧成形した粒体を充填した土のうと、重
量の大きい土のうとを組合せて、土のう層を形成
させる方法である。
The method of using sandbags according to the second invention is to combine a sandbag made of a water-permeable material and filled with granules made by mixing and press-molding a water-insoluble water-absorbent resin and a fibrous material with a heavy sandbag. This is a method of forming a sandbag layer.

〔作 用〕[Effect]

第1の発明に係る土のうは、通水性の材質の袋
に水不溶性吸水性樹脂が充填されており、この水
不溶性吸水性樹脂は自重の数百倍〜数千倍の水を
吸水ゲル化するから、給水により容易に土のうを
形成することができる。しかも水不溶性吸水性樹
脂は繊維質物と混合、加圧成形した粒体になつて
いるから、吸水ゲル化に際し、水不溶性吸水性樹
脂の表面にのみ吸水ゲル層を形成することがな
く、水不溶性吸水性樹脂の吸水能力を十分に発揮
させた土のうを形成することができる。即ち、粉
末状の水不溶性吸水性樹脂を単独で使用した場合
には、袋に充填し難く、袋に穿設された通水用の
孔から流出するだけでなく、粉末状の樹脂が静電
気を帯び易いため、凝集して団粒化し、その中心
となつた樹脂が充分に吸水することができないも
のであつた。
In the sandbag according to the first invention, a bag made of a water-permeable material is filled with a water-insoluble water-absorbing resin, and this water-insoluble water-absorbing resin absorbs water hundreds to thousands of times its own weight and turns it into a water gel. Therefore, sandbags can be easily formed by water supply. Moreover, since the water-insoluble water-absorbing resin is mixed with a fibrous material and formed into granules by pressure molding, a water-absorbing gel layer is not formed only on the surface of the water-insoluble water-absorbing resin when it becomes a water-absorbing gel. It is possible to form sandbags that fully utilize the water absorption ability of the water absorbent resin. In other words, when a powdered water-insoluble water-absorbing resin is used alone, it is difficult to fill the bag, and not only does it flow out from the water passage holes drilled in the bag, but the powdered resin also generates static electricity. Because it was easily contaminated, it aggregated into aggregates, and the resin at the center of the aggregates was unable to absorb water sufficiently.

本発明では、水不溶性吸水性樹脂と繊維質物と
を混合して、加圧成形した粒体であるため、袋に
充填し易く、通水用の孔から外へ流出することが
ない。しかも、その粒体は繊維質物と樹脂との加
圧成形体であるため、繊維質物と樹脂との間隙に
水が侵入し、更に毛細管現象により内部に浸透
し、樹脂の吸水能力を充分に発揮させることとな
る。また、天然繊維等の細かな繊維を束ねた繊維
質を混合・加圧成形したものでは、繊維質が水に
よつて膨潤するため、加圧成形した粒体を膨潤に
伴い徐々に崩すこととなり、有効に団粒化を抑制
することとなる。
In the present invention, since the granules are formed by mixing a water-insoluble water-absorbing resin and a fibrous material and forming the mixture under pressure, it can be easily filled into a bag and does not leak out from the holes for water passage. Furthermore, since the granules are a pressure-molded product of fibrous material and resin, water enters the gap between the fibrous material and resin, and further penetrates into the interior due to capillary action, fully demonstrating the water absorption ability of the resin. It will be necessary to do so. In addition, in the case of mixtures and pressure molding of fibrous material made of bundles of fine fibers such as natural fibers, the fibrous material swells with water, so the pressure molded granules gradually break down as they swell. , effectively suppressing agglomeration.

また第2の発明に係る土のうの使用方法は、第
1の発明にかかる土のうを重量の大きい土のうと
組合せて土のう層に形成するから、土のう層全体
の重量が大きくなつて、土のう層が強固な構造に
なり、縦横方向から付加される力に対して対応す
ることができ、水中においても、第1の発明の土
のうを土のう層に形成させることができる。
Further, in the method of using the sandbag according to the second invention, since the sandbag according to the first invention is combined with a heavy sandbag to form a sandbag layer, the weight of the entire sandbag layer becomes large and the sandbag layer becomes strong. The sandbag of the first invention can be formed into a sandbag layer even in water.

〔実施例〕〔Example〕

第1の発明は水不溶性吸水性樹脂と繊維質物を
混合、加圧成形した粒体を透水性の袋に充填した
土のうである。そして第1の発明の水不溶性吸水
性樹脂は、単量体(A)と多糖類(B)との共重合体、単
量体(A)と架橋剤(C)との重合体、および単量体(A)と
多糖類(B)と架橋剤(C)とを必須成分として重合さ
せ、必要により加水分解して得られる重合体であ
る。なお、単量体(A)は親水性または加水分解によ
り親水性となつた単量体、水溶性または加水分解
により水溶性となつた単量体をそれぞれ単独で使
用するか、あるいは混合して使用するものであ
る。
The first invention is a sandbag in which a water-permeable bag is filled with granules obtained by mixing and press-molding a water-insoluble water-absorbent resin and a fibrous material. The water-insoluble water-absorbing resin of the first invention comprises a copolymer of a monomer (A) and a polysaccharide (B), a polymer of a monomer (A) and a crosslinking agent (C), and a copolymer of a monomer (A) and a crosslinking agent (C). It is a polymer obtained by polymerizing a polymer (A), a polysaccharide (B), and a crosslinking agent (C) as essential components, and hydrolyzing it if necessary. The monomer (A) may be a monomer that is hydrophilic or has become hydrophilic through hydrolysis, or a monomer that is water-soluble or has become water-soluble through hydrolysis, either alone or in combination. It is what you use.

単量体(A)と多糖類(B)との重合体としては、例え
ばデンプン−アクリロニトリルグラフト共重合体
の加水分解物、セルロース−アクリル酸グラフト
共重合体およびその塩等がある。
Examples of the polymer of monomer (A) and polysaccharide (B) include hydrolysates of starch-acrylonitrile graft copolymers, cellulose-acrylic acid graft copolymers, and salts thereof.

また単量体(A)と架橋剤(C)との重合体としては、
例えばジビニル化合物(メチレンビスアクリルア
ミドなど)で架橋されたポリアクリルアミドおよ
びその部分加水分解物、架橋ポバール、特開昭52
−14689号、特開昭52−27455号記載の架橋された
ビニルエステル−不飽和カルボン酸共重合体ケン
化物、架橋ポリエチレンオキシド等がある。
In addition, as a polymer of monomer (A) and crosslinking agent (C),
For example, polyacrylamide crosslinked with a divinyl compound (methylenebisacrylamide etc.) and its partial hydrolyzate, crosslinked poval, JP-A-52
Examples include saponified cross-linked vinyl ester-unsaturated carboxylic acid copolymers, cross-linked polyethylene oxide, etc., as described in No. 14689 and JP-A No. 52-27455.

さらに単量体(A)と多糖類(B)と架橋剤(C)を必須成
分として重合させ必要により加水分解して得られ
る重合体としては、例えば特公昭53−46199号公
報、特公昭53−46200号公報および特公昭55−
4462号公報に記載の架橋されたデンプン−アクリ
ルアミドグラフト共重合体、架橋されたデンプン
−アクリル酸グラフト共重合体およびその塩等が
ある。
Furthermore, as a polymer obtained by polymerizing monomer (A), polysaccharide (B), and crosslinking agent (C) as essential components and hydrolyzing if necessary, for example, Japanese Patent Publication No. 53-46199, Japanese Patent Publication No. 53 −46200 Publication and Special Publication No. 1983−
Examples include a crosslinked starch-acrylamide graft copolymer, a crosslinked starch-acrylic acid graft copolymer, and salts thereof, which are described in Japanese Patent No. 4462.

これらの親水性重合体は二種以上併用してもよ
く、重合体粒子の粒度は通常5〜5000μ以下、好
ましくは20〜500μにしてあり、通常60ml/g以
上の吸水力を有する。
Two or more of these hydrophilic polymers may be used in combination, and the particle size of the polymer particles is usually 5 to 5,000 μm or less, preferably 20 to 500 μm, and usually has a water absorption capacity of 60 ml/g or more.

また水不溶性吸水性樹脂と混合、加圧成形され
る繊維質物は、天然繊維(植物性繊維としてはセ
ルロース系のものたとえば紙、木綿、ワラ、オガ
クズ、草炭、パルプなど、動物性繊維としては
絹、羊毛など)、人造繊維(セルロース系のもの
たとえばレーヨン、アセテートなど)、合成繊維
(ポリアミド、ポリエステル、アクリルなど)な
どの有機性繊維、石綿、パーライトなどの無機性
繊維およびこれら二種以上の併用系があげられ
る。これらのうちで好ましいものは繊維または水
中で繊維状になりうる植物性繊維質物(以下有機
性繊維質物のことを単に繊維という)、例えば紙、
紙粉砕物、木綿、パルプ、草炭などである。この
中で特に紙の粉砕物が好ましく、その中に未粉砕
の小紙片(たとえば1〜50mm程度)を含んでいる
形態のものも使用できる。紙の粉砕物に加えて他
の繊維を併用することもできる。紙の粉砕物と他
の繊維の割合は通常100:0〜1:99、好ましく
は100:0〜50:50である。
The fibrous material mixed with water-insoluble water-absorbing resin and press-molded is natural fiber (vegetable fibers include cellulose, such as paper, cotton, straw, sawdust, grass charcoal, pulp, etc.; animal fibers include silk). , wool, etc.), man-made fibers (cellulose-based materials such as rayon, acetate, etc.), organic fibers such as synthetic fibers (polyamide, polyester, acrylic, etc.), inorganic fibers such as asbestos, perlite, and combinations of two or more of these. The system can be mentioned. Among these, preferred are fibers or vegetable fibrous substances that can become fibrous in water (hereinafter organic fibrous substances are simply referred to as fibers), such as paper,
These include crushed paper, cotton, pulp, and grass charcoal. Among these, pulverized paper is particularly preferred, and pulverized paper containing small pieces of unpulverized paper (for example, about 1 to 50 mm) can also be used. In addition to the pulverized paper, other fibers can also be used in combination. The ratio of pulverized paper to other fibers is usually 100:0 to 1:99, preferably 100:0 to 50:50.

繊維の形態としては粉末状、たとえば繊維を微
粉状またはすりつぶして粉末状にしたもの、およ
び繊維状、例えば単繊維(通常100デニール以下
の太さのもの)を切断したもの、繊維を複数本集
束し、適当な集束剤で処理して切断したもの、そ
の他織布、不織布、編状布、シート(たとえば
紙)などを裁断したものまたはそれをほぐしたも
のがあげられる。繊維の長さはとくに限定するも
のではないが、通常0.01〜50mm、好ましくは0.01
〜5mmである。
The fibers can be in powder form, such as fine powder or ground fibers, and fibers, such as cut single fibers (usually less than 100 denier in thickness), or bundles of multiple fibers. Examples include those treated with a suitable sizing agent and cut, and those cut from woven fabrics, non-woven fabrics, knitted fabrics, sheets (for example, paper), and those that are loosened. The fiber length is not particularly limited, but is usually 0.01 to 50 mm, preferably 0.01 mm.
~5mm.

水不溶性吸水性樹脂と繊維質物との混合割合は
通常5/95〜90/10(重量比)で、好ましくは
20/80〜80/20であり、両者の混合物は0.3g/
cm3以上、好ましくは0.7g/cm3以上の嵩比重に加
圧成形される。
The mixing ratio of the water-insoluble water absorbent resin and the fibrous material is usually 5/95 to 90/10 (weight ratio), preferably
20/80 to 80/20, and the mixture of both is 0.3g/
It is press-molded to a bulk specific gravity of at least 0.7 g/cm 3 , preferably at least 0.7 g/cm 3 .

加圧成形する方法は常温下型枠の中でペレツト
状に加圧成形する方法および常温下、シート状、
棒状またはブロツク状に加圧成形したのち適当な
大きさに裁断または粉砕する方法などがある。な
お加圧成形は加温(例えば20〜150℃)、加湿(60
〜100%湿度)下で行つてもよい。
Pressure molding methods include pressure molding into pellets in a formwork at room temperature, sheet shapes,
There is a method in which the material is pressure-formed into a rod or block shape and then cut or crushed into an appropriate size. Pressure molding requires heating (e.g. 20 to 150°C) and humidification (60°C).
~100% humidity).

加圧成形機は波状ロール仕様のコンパクテイン
グマシン、カレンダーマシン、ブリケートマシン
等のロールプレス機および油圧半板プレス機、ス
クリユープレス機等が使用され、加圧成形物の嵩
比重が0.3g/cm3以上になるように1〜3000Kg/
cm2、好ましくは100〜200g/cm2の圧力で加圧成形
される。
Pressure forming machines are roll press machines such as compacting machines with corrugated roll specifications, calendar machines, briquette machines, hydraulic half-plate presses, screw presses, etc., and the bulk specific gravity of the press-formed product is 0.3g. 1~3000Kg/ cm3 or more
cm 2 , preferably at a pressure of 100 to 200 g/cm 2 .

得られる加圧成形物の形状は任意でよく、例え
ば球形状、円筒状、立方体状、直方体状、円錐
状、角錐状、棒状、シート状、ロール状など種々
の形状があげられる。大きさは加圧成形物の最短
径が通常10cm以下、好ましくは3cm以下になるよ
うな大きさである。
The shape of the pressure-molded product obtained may be arbitrary, and includes various shapes such as a sphere, a cylinder, a cube, a rectangular parallelepiped, a cone, a pyramid, a rod, a sheet, and a roll. The size is such that the shortest diameter of the press-molded product is usually 10 cm or less, preferably 3 cm or less.

一方、加圧成形物である粒体を充填する袋の材
質は、水を通し土のうとして積層した場合でも上
下方向および周囲からの荷重に耐えうる強度を有
し、水不溶性吸水性樹脂が水を吸収し、吸水ゲル
化しても漏水ない機能を備えたものであり、天然
繊維、人造繊維、金属繊維、鉱物繊維などの材質
でできた50メツシユ〜300メツシユの織物、編物、
不織布等が使用できる。
On the other hand, the material of the bag used to fill the pressure-molded granules is strong enough to withstand vertical and surrounding loads even when layered as sandbags through water, and the water-insoluble water-absorbent resin absorbs water. It has the ability to absorb water and prevent water from leaking even when it becomes a gel.It can be used for 50 to 300 mesh fabrics, knitted fabrics, etc. made of materials such as natural fibers, artificial fibers, metal fibers, and mineral fibers.
Non-woven fabric etc. can be used.

またポリエチレン、ポリプロピレン等の熱可塑
性樹脂のシート等を重ね合せ、縁部をヒートシー
ルして袋状にしても使用することができ、その場
合、袋に水を通し、袋に充填した水不溶性吸水性
樹脂が吸水ゲル化しても漏れない程度の微細な穴
を袋に設けておく。強度的に最も適した材質は、
延伸したポリプロピレン等の熱可塑性樹脂のフイ
ルムまたはシートをスリツトしたスリツトヤーン
で織つた織物であり、水をよく通しゲル化した水
不溶性樹脂を漏出することがない。
It can also be used by stacking sheets of thermoplastic resin such as polyethylene or polypropylene and heat-sealing the edges to form a bag. Make holes in the bag that are small enough to prevent leakage even if the resin absorbs water and turns into a gel. The most suitable material in terms of strength is
It is a woven fabric made of slit yarn made by slitting a stretched film or sheet of thermoplastic resin such as polypropylene, and allows water to pass through it well without leaking gelled water-insoluble resin.

これらの材質で形成される袋は、任意の形状を
選択することができるが、単一の角状またはそれ
らの連続した帯状袋とするのが施工上、取扱上便
利であり、単一の袋にした場合、底部が25〜30
cm、側部が60〜70cm程度にするのが取扱い上好ま
しい。また、袋に充填する粒体の量は、袋の容積
に対し0.1〜5.0容量%、好ましくは0.2〜2.0容量
%にするのが吸水ゲル化後の保有水量との関係か
ら好ましい。なお袋に粒体を充填する場合、粒体
のみ充填してもよいが、所定の割合の土砂等の不
活性物質を混合すると土のうにして積層する際安
定化する等の点で有利である。
Bags made of these materials can have any shape, but it is convenient for construction and handling to be a single square bag or a continuous band bag. If the bottom is 25~30
cm, and the sides are preferably about 60 to 70 cm for handling purposes. Further, the amount of granules to be filled into the bag is preferably 0.1 to 5.0% by volume, preferably 0.2 to 2.0% by volume, based on the volume of the bag, in view of the amount of water retained after water-absorbing gelation. When filling a bag with granules, only the granules may be filled, but it is advantageous to mix in a predetermined proportion of an inert substance such as earth and sand to stabilize the bag when stacking it into a sandbag.

第1図は第1の発明の実施例を示す説明図で、
図中Aの1は100メツシユに織つたナイロンシヤ
ーを底部が25〜30cm、側部が60〜70cmの袋に形成
し、粒体を充填したものであり、例えば袋1の容
積が25〜45の場合、50〜500gの粒体を充填す
る。また図中Bの2は袋1を連続させて帯状袋に
したもので、3は袋1と袋1との間隔であり、土
のう2積重ね方法により任意に決めることができ
る。図中Cは帯状袋2を捲いて保管している状態
を示したものである。
FIG. 1 is an explanatory diagram showing an embodiment of the first invention,
1 in A in the figure is a bag made of 100 mesh woven nylon shears with a bottom of 25 to 30 cm and sides of 60 to 70 cm, and filled with granules. For example, the volume of bag 1 is 25 to 45 cm. In this case, fill with 50 to 500 g of granules. In addition, 2 in B in the figure is a belt-shaped bag made by connecting the bags 1, and 3 is the distance between the bags 1, which can be arbitrarily determined depending on the method of stacking the two sandbags. C in the figure shows the state in which the belt-shaped bag 2 is rolled up and stored.

第1の発明に係る土のうは上記のように構成さ
れ、粒体を乾燥状態にして土のう1,2を所定の
場所に載置し、人為的または降雨等により給水す
ると、水不溶性吸水性樹脂は自重の数百倍〜数千
倍の水を吸水ゲル化して重量のある枕状の土のう
となる。その際、水不溶性吸水性樹脂は繊維質物
と混合、加圧成形された粒体となつているので、
表層の水不溶性吸水性樹脂が初めに吸水ゲル化し
てゲル層を形成しても、繊維質物自身及び繊維質
物と樹脂との間隙の毛細管現象によつて、表面の
水を内部に導き、表層のゲル層が以後の吸水ゲル
化を妨害することがないので、水不溶性吸水性樹
脂の吸水能力を十分に発揮して多量の水を保有す
る。また、保有された水は不可逆となるから、土
のうに荷重を付加しても、水が放出されることが
なく土のうとしての機能を維持する。
The sandbag according to the first invention is constructed as described above, and when the sandbags 1 and 2 are placed in a predetermined place with the granules in a dry state and water is supplied artificially or by rainfall, the water-insoluble water-absorbing resin is It absorbs hundreds to thousands of times its own weight in water and turns it into a gel, forming a heavy pillow-shaped sandbag. At that time, the water-insoluble water-absorbent resin is mixed with a fibrous material and formed into granules that are pressure-molded.
Even if the water-insoluble water-absorbent resin on the surface layer absorbs water and forms a gel layer, the water on the surface is guided inside by the fibrous material itself and the capillary phenomenon in the gap between the fibrous material and the resin. Since the gel layer does not interfere with subsequent water absorption and gelatinization, the water-insoluble water-absorbing resin fully exhibits its water-absorbing ability and retains a large amount of water. Furthermore, since the retained water is irreversible, even if a load is applied to the sandbag, water will not be released and the sandbag will maintain its function.

第2の発明は第1の発明に係る土のうの積み重
ね方法である。第1の発明に係る土のう1,2は
水不溶性吸水性樹脂を乾燥状態にして、土のう1
または帯状の土のう2を積み重ねて給水すれば、
災害地等で短時間、かつ僅ずかの労力で土のう層
が得られる。しかし土のう1,2の重量は水によ
り得られているから、河川の堤防上に積層した土
のう1,2に流水が衝突すると、圧力により土の
う1,2層が崩れたりすることがある。そのため
第2の発明の方法は、土砂等を充填した第1の発
明の土のう1,2よりも重量の大きい土のうと、
第1の発明の土のう1,2を組合せて土のう層を
形成する。
The second invention is a method for stacking sandbags according to the first invention. The sandbags 1 and 2 according to the first invention are made by drying a water-insoluble water-absorbing resin.
Or, if you stack the band-shaped sandbags 2 and supply water,
Sandbag layers can be obtained in disaster areas in a short time and with little effort. However, since the weight of sandbags 1 and 2 is obtained from water, when flowing water collides with sandbags 1 and 2 stacked on a river embankment, the layers of sandbags 1 and 2 may collapse due to pressure. Therefore, the method of the second invention uses sandbags that are heavier than the sandbags 1 and 2 of the first invention filled with earth and sand, etc.
Sandbags 1 and 2 of the first invention are combined to form a sandbag layer.

第2図は第2の発明の実施例を示す説明図であ
り、第2図のAは土地5の上に土のう1を並べて
その上に重量の大きい土砂を充填した土のう6を
載置した土のう層で、8は土のう層側部にある流
水、矢印イは流水8からの圧力である。第2図の
Bは帯状の土のう2の間隔3の上に重量の大きい
土砂を充填した土のう6を載置したものである。
また第2図のCは第1の発明の土のう1と重量の
大きい土砂を充填した土のう6を並べて積み重ね
たものである。
FIG. 2 is an explanatory diagram showing an embodiment of the second invention, and A in FIG. 2 shows a sandbag in which sandbags 1 are arranged on land 5 and a sandbag 6 filled with heavy earth and sand is placed on top of the sandbags 1. 8 is the running water on the side of the sandbag layer, and arrow A is the pressure from the running water 8. B in FIG. 2 shows a sandbag 6 filled with heavy earth and sand placed on the strip-shaped sandbag 2 at intervals 3.
Moreover, C in FIG. 2 shows the sandbag 1 of the first invention and the sandbag 6 filled with heavy earth and sand stacked side by side.

このように第1の発明の土のう1,2と重量の
大きい土のう6を組合せると、重量が大きくかつ
強固な土のう層が形成され、流水8が衝突して圧
力が負荷されても土のう層が崩れることがなく、
土のう層としての機能を維持することができ、し
かもそのような強固な土のう層を第1の発明の土
のうを使用することにより、短時間かつ僅かな労
力で形成することができる。
In this way, by combining the sandbags 1 and 2 of the first invention with the heavy sandbag 6, a heavy and strong sandbag layer is formed, and even if the running water 8 collides with it and pressure is applied, the sandbag layer will remain stable. Will not collapse,
By using the sandbag of the first invention, such a strong sandbag layer that can maintain its function as a sandbag layer can be formed in a short time and with little labor.

〔発明の効果〕〔Effect of the invention〕

第1の発明は以上説明したとおり、一定の強度
を有し、通水性の材質の袋に水不溶性吸水性樹脂
と繊維質物を混合、加圧成形した粒体を充填する
ことにより、僅かな人力で、かつ短時間で土のう
層を形成することができる効果がある。
As explained above, the first invention is made by filling a bag made of a water-permeable material with a certain strength with granules obtained by mixing and pressure-molding a water-insoluble water-absorbing resin and a fibrous material, thereby requiring only a small amount of human effort. This method has the effect of forming a sandbag layer in a short time.

また第2の発明は第1の発明土のうと重量の大
きい土のうを組合せて土のう層を形成するように
したので、種々の圧力が負荷されても、強固に積
層状態を維持して災害を防止することができる効
果がある。
In addition, the second invention combines the sandbags of the first invention and heavy sandbags to form a sandbag layer, so even when various pressures are applied, the layered state is maintained firmly and disasters are prevented. There is an effect that can be done.

【図面の簡単な説明】[Brief explanation of drawings]

第1図A,B,Cは第1の発明の実施例の説明
図、第2図A,B,Cは第2の発明の実施例の説
明図である。 図において、1は土のう、2は帯状の土のう、
6は土砂を充填した重量の大きい土のう、8は流
水である。
FIGS. 1A, B, and C are explanatory diagrams of an embodiment of the first invention, and FIGS. 2A, B, and C are explanatory diagrams of an embodiment of the second invention. In the figure, 1 is a sandbag, 2 is a band-shaped sandbag,
6 is a heavy sandbag filled with earth and sand, and 8 is running water.

Claims (1)

【特許請求の範囲】 1 通水性の材質の袋に水不溶性吸水性樹脂と繊
維質物とを混合加圧成形した粒体を充填してなる
土のう。 2 上記粒体が0.3g/cm3以上の嵩比重をもつ特
許請求の範囲第1項記載の土のう。 3 上記袋の容積に対し0.2〜2.0容量%の上記粒
体を充填した特許請求の範囲第1項記載の土の
う。 4 通水性の材質の袋に水不溶性吸水性樹脂と繊
維質物を混合、加圧成形した粒体を充填した土の
うと、重量の大きい土のうとを組合せて土のう層
を形成する上記土のうの使用方法。
[Scope of Claims] 1. A sandbag formed by filling a bag made of a water-permeable material with granules obtained by mixing and press-molding a water-insoluble water-absorbing resin and a fibrous material. 2. The sandbag according to claim 1, wherein the granules have a bulk specific gravity of 0.3 g/cm 3 or more. 3. The sandbag according to claim 1, which is filled with the granules in an amount of 0.2 to 2.0% by volume based on the volume of the bag. 4. A method of using the above-mentioned sandbags, in which a sandbag made of a water-permeable material is filled with granules made by mixing a water-insoluble water-absorbent resin and a fibrous material and then pressure-molded, and a heavy sandbag is combined to form a sandbag layer.
JP27244285A 1985-12-05 1985-12-05 Sandbag and use thereof Granted JPS62133204A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27244285A JPS62133204A (en) 1985-12-05 1985-12-05 Sandbag and use thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27244285A JPS62133204A (en) 1985-12-05 1985-12-05 Sandbag and use thereof

Publications (2)

Publication Number Publication Date
JPS62133204A JPS62133204A (en) 1987-06-16
JPH0423926B2 true JPH0423926B2 (en) 1992-04-23

Family

ID=17513968

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27244285A Granted JPS62133204A (en) 1985-12-05 1985-12-05 Sandbag and use thereof

Country Status (1)

Country Link
JP (1) JPS62133204A (en)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02108708A (en) * 1988-10-14 1990-04-20 Shiyarumu Corp:Kk Water cut-off execution
JPH0860633A (en) * 1994-08-18 1996-03-05 Showa Denko Kk Sand bag
US6322289B1 (en) * 1999-01-25 2001-11-27 John Thomas Nolan Step silt terrace erosion prevention
JP3412132B2 (en) 1999-08-06 2003-06-03 四戸 伸晋 Sandbag
WO2002072961A1 (en) * 2001-03-13 2002-09-19 Sony Corporation Absorber and method of manufacturing the absorber
ITMI20011526A1 (en) * 2001-07-18 2003-01-18 Eos Srl WATER-ABSORBING MANUFACTURE
KR20010088540A (en) * 2001-08-03 2001-09-28 차연선 Super absorbent polymer bag as a substitute for a bank
US9297134B1 (en) 2012-02-08 2016-03-29 Carol J. Dancer Self-expanding barrier for control of surface water flow
JP7038398B2 (en) * 2017-09-13 2022-03-18 日本ワイドクロス株式会社 Non-sewn bag sandbag and its manufacturing method

Also Published As

Publication number Publication date
JPS62133204A (en) 1987-06-16

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